Laserfiche WebLink
TEST PIT LOG <br /> Test Pit No. TP-1 <br /> PROJECT: Fullwiler Short Plat PROJECT NO.: 21-0845 <br /> LOCATION: Everett,WA DATE: 9/9/21 <br /> EXPLORATION METHOD: Excavator ELEVATION: 218' <br /> CONTRACTOR/DRILLER: Meece LOGGED BY: D.Trudeau <br /> DEPTH TO WATER TABLE: -V PERCHED WATER: .T CAVING £ <br /> ELEVATION/ SOIL SAMPLE AND TEST DATA <br /> DEPTH SAMPLE&TEST DATA USCS SYMBOL SOIL PROFILE DESCRIPTION <br /> 218--o Soft. Brown-gray. Moist. Sandy SILT few organics(FILL) <br /> 1 <br /> -1 <br /> 216--2 Soft. Brown-gray. Moist. Sandy SILT few organics(Relict topsoil) <br /> ML Medium stiff. Brown. Moist. Sandy SILT. (Fraser to Pre Fraser <br /> 3 Transitional Beds) <br /> 2 GT <br /> 214 4 <br /> -5 <br /> 212-6 <br /> 3 W=20.3 ML Medium stiff. Gray. Moist. Very sandy SILT trace gravel.(Fraser <br /> GS ML to Pre Fraser Transitional Beds) <br /> ML Stiff. Gray. Moist. Sandy Silt. (Fraser to Pre Fraser Transitional <br /> 210 8 4 Beds) <br /> -9 <br /> 208 10 <br /> 5 <br /> Reference Notes: <br /> 1.Stratigraphic contacts are based on field Interpretations and are approximate. Test Pit TP-1 was terminated at 10.0 ft <br /> 2.Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 3.Refer to"Soil Classification System and Key figure for an explanation of the graphics/symbols used. below site grades on 9/9/21 Figure: <br /> Notes: <br /> 5 <br /> GeoTest Services, Inc. <br />